000012882 001__ 12882
000012882 005__ 20160920162653.0
000012882 04107 $$aeng
000012882 046__ $$k2016-09-05
000012882 100__ $$aBruwer, C.P.C.
000012882 24500 $$aEffect of externally bonded steel plates on the bearing capacity of composite slabs

000012882 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012882 260__ $$bTaylor and Francis Group, London, UK
000012882 506__ $$arestricted
000012882 520__ $$2eng$$aReinforced concrete structures can be strengthened by externally bonding steel plates to the concrete surface in tension creating a composite structural element. This paper compares the increase in the load bearing resistance of un-strengthened reinforced concrete slabs (control slabs) to composite slabs strengthened by means of externally epoxy bonded steel plates. Test results of full scale experimental control and composite slabs are presented which are loaded by either a point load at mid span or point loads at third spans mimicking a uniformly distributed load. The following variations in the composite slaps are considered: (1) number of bonded steel plates (2) width of the bonded steel plates (3) thickness of the bonded steel plates.

000012882 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012882 653__ $$a

000012882 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012882 720__ $$aBruwer, C.P.C.
000012882 8560_ $$ffischerc@itam.cas.cz
000012882 8564_ $$s1369253$$uhttps://invenio.itam.cas.cz/record/12882/files/330.pdf$$yOriginal version of the author's contribution as presented on CD, 330.pdf.
000012882 962__ $$r12552
000012882 980__ $$aPAPER